Publication detail

Deterministic and Statistical Models for Nonlinear FE-analysis of FRC-based Structures.

PUKL, R. ČERVENKA, J. ČERVENKA, V. NOVÁK, D. VOŘECHOVSKÝ, M. LEHKÝ, D.

Original Title

Deterministic and Statistical Models for Nonlinear FE-analysis of FRC-based Structures.

Type

conference paper

Language

English

Original Abstract

The nonlinear finite element simulation is recently a well-established method for analysis of reinforced concrete structures. Behavior of the structure under service as well as ultimate conditions can be virtually simulated using computer methods quite realistically. Crack initiation and development, load carrying capacity and post-critical behavior of a structure, structural part or experimental specimen can be traced and investigated. Nonlinear fracture analysis accounting tensile capacity of material enables to exploit reserves, which are usually neglected or diminished in codes or in linear analysis. Since the tensile behavior in the fiber reinforced concrete is dominating, the potential profit from the nonlinear analysis of FRC-based structures is much higher than in standard reinforced concrete structures.

Key words in English

statistical models, nonlinear finite element analysis, fracture mechanics

Authors

PUKL, R.; ČERVENKA, J.; ČERVENKA, V.; NOVÁK, D.; VOŘECHOVSKÝ, M.; LEHKÝ, D.

RIV year

2005

Released

8. 9. 2005

Location

Graz, Austria, AT

Pages from

130

Pages to

133

Pages count

4

BibTex

@inproceedings{BUT21422,
  author="Radomír {Pukl} and Jan {Červenka} and Vladimír {Červenka} and Drahomír {Novák} and Miroslav {Vořechovský} and David {Lehký}",
  title="Deterministic and Statistical Models for Nonlinear FE-analysis of FRC-based Structures.",
  booktitle="Fibre Reinforced Concrete in Practice",
  year="2005",
  pages="130--133",
  address="Graz, Austria, AT"
}